Last October, after a public comment period that apparently had few if any comments, GA-EPD reissued Hahira’s wastewater permit, with eight major changes, all tightening or updating effluent limits.
Collage Hahira wastewater treatment plant permit reissuance request NPDES GA0037974 2025-10-16
The re-issued permit is on the WWALS website.
Please Note The Following Changes to the Proposed NPDES Permit From The Existing Permit:
Part I.B — Effluent Limitations and Monitoring Requirements — Stream Discharge:
- Decreased the monthly average biochemical oxygen Demand (BODs) limit from 30 mg/L to 20 mg/L to be protective of the instream Water Quality standards (WQS) for Dissolved Oxygen (DO).
- Decreased the monthly average ammonia limit from 10 mg/L to 1.0 mg/L to be protective of the instream WQS for DO and address toxicity impairment.
- Added a daily minimum dissolved oxygen limit of 5.0 mg/L to be protective of the instream WQS for DO.
- Added monthly total nitrogen (TN) limit of 20 mg/L to meet Florida’s instream nutrient criteria at the State line.
- Added total phosphorus (TP) limit of 3.6 mg/L to meet Florida’s instream nutrient criteria at the state line
- Replaced monthly average fecal coliform effluent limit of 200 counts/100 mL with monthly average Escherichia coli (E. coli) of 126 counts/100 mL to reflect the recently approved bacterial indicator for freshwater. The proposed limit is in accordance with EPD’s Bacteria Equivalency Strategy for Using the Optimal Indicator Organisms for WQS and NPDES Permitting, 2022.
- Converted mass loading limits from kg/day to lbs/day to be consistent with other NPDES permits in Georgia.
- Added effluent data monitoring testing requirements for future permit renewal.
The settling ponds are at 598 Hall St, Hahira, GA 31632.
What the Georgia Environmental Protection Division (GA-EPD) calls the “unnamed tributary to Franks Creek”, we call Hahira LAS Pond Branch on the WWALS map of the Withlacoochee and Little River Water Trail.
The sprayfields are farther south, east of Brookridge Drive and west of the railroad. They are next to Vickers Branch, which runs west under Old US 41 N and the railroad, then just south of the sprayfields and Brookridge Drive, under Union Road and I-75, and into Franks Creek.
Here is GA-EPD’s map of the various Hahira wastewater facilities, including the pipe connecting them:
System Map: Hahira Wastewater Treatment
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Franks Creek drains into the Little River before that river joins the Withlacoochee River.
See also other Hahira permit information and other wastewater permits.
-jsq, John S. Quarterman, Suwannee RIVERKEEPER®
You can help with clean, swimmable, fishable, drinkable, water in the 10,000-square-mile Suwannee River Basin in Florida and Georgia by becoming a WWALS member today!
https://wwals.net/donations/
Covers
SUMMARY PAGE NPDES Permit No.: GA0037974 Changes
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FS
FACT SHEET Technical Contact: Ethan Rhine, Environmental Engineer
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Outfall: 30.983325 -83.377161 Unnamed tributary of Franks Creek
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1.10 Characterization of Effluent Discharge (as reported by applicant)
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3. WATER QUALITY STANDARDS & RECEIVING WATERBODY INFORMATION
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For the months of May through October, when primary water contact recreation activities are expected to occur, culturable E. coli not to exceed a geometric mean of 126 counts per 100 mL based on at least four samples collected from a given sampling site over a 30-day period at intervals not less than 24 hours.
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PC
4. PERMIT CONDITIONS AND EFFLUENT LIMITATIONS
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The table below shows the secondary treatment standards for ponds:
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CP
4.4 Conventional Pollutants
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CalcEL
4.7 Calculations for Effluent Limits
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Total Suspended Solids and Ammonia
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4.8 Comparison & Summary of Water Quality vs. Technology Based Effluent Limits
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PCL
5. PERMIT CONDITIONS AND LIMITATIONS FOR THE LAND TREATMENT SYSTEM
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OPR
6. OTHER PERMIT REQUIREMENTS AND CONSIDERATIONS
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PE
9. PERMIT EXPIRATION 10. PROCEDURES FOR THE FORMULATION OF FINAL DETERMINATIONS
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AppA
Appendix A: Waste Load Allocation (WLA)
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AppB
Appendix B: Effluent Limit Calculations
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AppC
Appendix C: Ammonia Toxicity Calculations
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Ammonia Toxicity Analysis for Waste Load Allocation Development (Updated 2013)
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DPC
GA0037974–Hahira-WPCP–Draft-Permit-Package–2024-0038
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41 – 45
GA0037974–Hahira-WPCP–Draft-Permit-Package–2024-0041
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B1
B.1. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS: table for flow, Oxycgen, TS, N, E. coli
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B2
B.2. as specified below starting 54 months after issuance: table including E. coli
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B3
B.3. LAND TREATMENT SYSTEM (SPRAYFIELDS)
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B.3.b. STORAGE POND LIMITATIONS AND MONITORING REQUIREMENTS
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B.3.c. LAND TREATMENT SYSTEM OPERATIONS
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B.3.d. GROUNDWATER MONITORING REQUIREMENTS
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SC
C. MONITORING AND REPORTING
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GA0037974–Hahira-WPCP–Draft-Permit-Package–2024-0055
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GA0037974–Hahira-WPCP–Draft-Permit-Package–2024-0056
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GA0037974–Hahira-WPCP–Draft-Permit-Package–2024-0057
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GA0037974–Hahira-WPCP–Draft-Permit-Package–2024-0058
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PII
PART IT A. MANAGEMENT REQUIREMENTS
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GA0037974–Hahira-WPCP–Draft-Permit-Package–2024-0062
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GA0037974–Hahira-WPCP–Draft-Permit-Package–2024-0063
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GA0037974–Hahira-WPCP–Draft-Permit-Package–2024-0064
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GA0037974–Hahira-WPCP–Draft-Permit-Package–2024-0066
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PIII
PART III INDUSTRIAL PRETREATMENT PROGRAM FOR PUBLICLY OWNED TREATMENT WORKS (POTW)
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